Behavior of Narmashir CFRD at the End of Construction Period
This paper presents the behavior of Narmashir concrete faced rockfill dam during the construction period. The embankment settlements in different elevations were measured in four cross sections of the dam. The deformation modulus of various embankment materials have been obtained from observed behavior of the dam. These observed modulus are compared with those from different CFR dams. The behavior of dam has been back analyzed to obtain real engineering and Duncan hyperbolic soil parameters of different embankment materials.
Narmashir CFRD end of construction rockfill modulus hyperbolic parameters
Dariush Belashi
Mahab Ghodss Consulting Engineering Co.,Iran
国际会议
The 1st International Symposium on Rockfill Dams(第一届堆石坝国际研讨会)
成都
英文
713-717
2009-10-18（万方平台首次上网日期，不代表论文的发表时间）